I 20 over CREEK


+32.31334, -89.62710
32°18'48" N, 89°37'38" W
Source: National Bridge Inventory
Information not verified. Use at your own risk.


Name:I 20 over CREEK
Structure number:11000200620795B
Location:2.4 MI E SR 13
Purpose:Carries highway over waterway
Route classification:Principal Arterial - Interstate (Rural) [01]
Length of largest span:12.1 ft. [3.7 m]
Total length:26.9 ft. [8.2 m]
Skew angle:15°
Owner:State Highway Agency [01]
Year built:1966
Historic significance:Bridge is not eligible for the National Register of Historic Places [5]
Design load:MS 18 / HS 20 [5]
Number of main spans:2
Main spans material:Concrete [1]
Main spans design:Culvert [19]
Deck type:Not applicable [N]

Latest Available Inspection: January 2015 

Status:Open, no restriction [A]
Average daily traffic:11,000 [as of 2012]
Truck traffic:21% of total traffic
Structural appraisal:Equal to present desirable criteria [8]
Water adequacy appraisal:Equal to present desirable criteria [8]
Roadway alignment appraisal:Equal to present desirable criteria [8]
Channel protection:Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. [8]
Culvert condition:No noticeable or noteworthy deficiencies which affect the condition of the culvert. Insignificant scrape marks caused by drift. [8]
Scour condition:Bridge foundations determined to be stable for the assessed or calculated scour condition. [8]
Operating rating:92.1 tons [83.7 metric tons]
Inventory rating:55.4 tons [50.4 metric tons]
Sufficiency rating:97.5

Previous Inspections 

DateSuff. ratingEvaluationDeckSuper.Sub.ADT
January 201597.5Not deficient---11000
December 201297.6Not deficient---9500
December 201097.4Not deficient---12000
December 200897.5Not deficient---11500
November 200697.5Not deficient---11500
January 200597.5Not deficient---10500
February 200397.5Not deficient---10000
January 200197.2Not deficient---8500
February 199997.2Not deficient---8500
April 199797.2Not deficient---8500
April 199597.6Not deficient---5500
August 199397.6Not deficient---5220
October 199197.6Not deficient---5380
December 198997.6Not deficient---5660